Attachment 1 - SXHT 21-1001 Technical Specifications.pdf

Orlando Office | The Day Building | 605 East Robinson Street, Suite 750 | Orlando, FL 32801 TRACES Office |14655 S.C. Phillips ParkwayFAC 1708 | Hangar R, Southside CCAFS, FL 32920

Patrick Space Force Base (PSFB)

Prime Consultant:

Rhodes+Brito Architects

605 E. Robinson Street, Suite 750 Orlando, FL 32801

Sub-Consultants:

Nelson Engineering Co.

5455 N Courtenay Pkwy Merritt Island, FL 32953

PROJECT SPECIFICATIONS

SXHT 21-1001

REPLACE 4 FCUs, 4 FIRE EXHAUST VENT LOUVERS AND 2 AHUs, B1317

100% Submittal

10/3/2022 Contract Number: TRACES-FA2521-18-D-0002

Replace HVAC B1317 ATC SXHT 21-1001

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00.00 30 10/14 SUMMARY OF WORK

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 35 26 11/20, CHG 1: 08/21 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 02/19 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 11/16, CHG 1: 02/20 QUALITY CONTROL

01 57 19 11/15, CHG 5: 08/21 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 02/19, CHG 2: 08/21 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 00 05/19, CHG 1: 08/21 CLOSEOUT SUBMITTALS

01 78 23 08/15, CHG 2: 08/21 OPERATION AND MAINTENANCE DATA

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 05 15 02/14 COMMON PIPING FOR HVAC

23 05 93 11/15 TESTING, ADJUSTING, AND BALANCING FOR

HVAC

23 31 13.00 40 05/16 METAL DUCTS

23 73 13.00 40 05/17 MODULAR INDOOR CENTRAL-STATION

AIR-HANDLING UNITS

23 82 19.00 40 05/17 FAN COIL UNITS

DI VI SI ON 26 - ELECTRI CAL

26 05 00.00 40 11/20 COMMON WORK RESULTS FOR ELECTRICAL

26 29 23 02/20, CHG 1: 05/21 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER

600 VOLTS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 30

SUMMARY OF WORK

10/14

PART 1 GENERAL

1.1 SUMMARY

1.2 PROJECT DESCRIPTION

1.2.1 Mechanical

1.2.2 Electrical

1.2.3 Environmental

1.3 REFERENCES

1.4 SUBMITTALS

1.5 CONTRACT DRAWINGS

1.5.1 Layout of Work and Elevations

1.6 WORK SCHEDULING

1.6.1 Requirements

1.7 OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS

1.7.1 Facility Contents

1.7.1.1 Responsibilities

1.7.1.2 Maintain Clean Work Areas

1.7.1.3 Damage To Existing Equipment

1.7.1.4 New Material and Construction Equipment

1.7.2 Construction Area Access And Control

1.7.2.1 Access and Control Requirements

1.7.3 Vehicle Parking

1.7.3.1 Requirements

1.8 STORAGE, TRANSPORTATION AND PROTECTION

1.8.1 Storage

1.8.2 Protection

1.8.3 Transportation

1.8.4 Hazardous Materials

1.8.5 Site Protection Plan

1.9 GOVERNMENT-FURNISHED EQUIPMENT - None

1.10 ON-SITE PERMITS

1.10.1 Utility Outage Requests And Connection Requests

1.10.1.1 Requirements

1.10.2 Protection of Work

1.10.3 Burn Permits

1.11 SALVAGE AND DISPOSAL OF MATERIAL AND EQUIPMENT

1.11.1 Removal

1.11.2 Housekeeping

1.11.3 Salvage of Material And Equipment

1.11.3.1 Salvage Items

1.11.4 Waste Disposal

1.11.5 Cleanup

1.11.6 Salvage And Disposal Record Keeping

1.12 RADIO FREQUENCY MANAGEMENT PROCEDURES

1.13 COMMUNICATION SECURITY

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PART 2 PRODUCTS

PART 3 EXECUTION

3.1 ACCESS REQUIREMENTS

3.1.1 Construction Site Requirement

3.2 PSFB VEHICLE INSPECTION

3.3 PSFB DELIVERIES

3.3.1 Non-Hazardous Deliveries

3.3.2 Hazardous Deliveries

3.4 RESPONSIBILITIES

3.5 HOISTING AND LIFTING

3.5.1 Lifting Operation Plan

3.6 QUALITY CONTROL

3.6.1 Licenses

3.6.2 Quality Control Manager

3.6.3 Government Inspection/Approval

3.6.4 Inspection Files

3.7 SUPERINTENDENT

3.8 CONSTRUCTION SCHEDULING REQUIREMENTS

3.8.1 Contractor Coordination Meetings

3.8.2 On-Site Construction Sequence

-- End of Section Table of Contents --

10/3/2022 SECTION 01 11 00.00 30 Page 2

SECTION 01 11 00.00 30

SUMMARY OF WORK

10/14

PART 1 GENERAL

1.1 SUMMARY

The work to be performed under this project is located at Patrick Space Force Base. Patrick Space Force Base is located approximately three miles south of Cocoa Beach on State Road A1A.

The work to be performed under this project consists of providing the labor, equipment and materials to remove the four FCUs from the 2nd, 3rd, 4th, and 5th floors. Work will also include the removal of the MAU and the AHU in the 6th floor mechanical room, the rusted ductwork from the make-up air unit and air handling unit, the removal and replacement of the 6th floor piping, the make-up air unit and air handler unit controls system, and all associated electrical and supports. A new make-up-air unit and air handler unit and associated dampers, ductwork and piping with insulation will be installed in the 6th floor mechanical room. The same controls on the new make-up air unit and air handler unit will be installed and recalibrated as needed. Work also includes installing upsized fan coil units on the 3rd and 4thfloors serving the switch room and data room respectively and installing new fan coil units on the 2nd and 5th floor .

1.2 PROJECT DESCRIPTION

1.2.1 Mechanical

The project will include the demoing of the MAU for the facility, and the four FCU's that serve floors 2-5 that are beyond their useful life. Facility design conditions are remaining as is, and no upsizing of any of the 6th floor mechanical units are taken into consideration. The FCU's on the 2nd and 5th floors will also be replaced with like and kind units as their design conditions will also remain unchanged. FCUs on the 3rd and 4th floor serving the data rooms are currently undersized for the loads that exist in those rooms. Based on heat load calculations for each room, and the design specifications of the equipment in those rooms, units that utilize the maximum flow through the existing piping (1200 cfm units) will be sufficient to maintain space temperature and humidity. These equate to a 50% increase in air flow capacity to these rooms.

The existing FCUs on each floor will be demoed and removed. The existing CW Supply and Return Piping to the FCUs shall be capped in place and prepped for reconnection. All HVAC equipment in the 6th floor mechanical room, including the AHU, MAU, ductwork, CWS and CWR piping, and their associated supports and insulation will be removed back to the points indicated on the drawings. The existing controls for the AHU and MAU will be disconnected, salvaged, and saved for reuse.

A new make-up-air unit and air handler unit and associated dampers, ductwork and piping with insulation will be installed in the 6th floor mechanical room. All new piping and ductwork will be newly supported and insulated per the specifications for this project. The salvaged controls will be installed

10/3/2022 SECTION 01 11 00.00 30 Page 3 and recalibrated as needed. The same size FCUs as those removed will be installed on the 2nd and 5th floors and connected to the existing CWS and CWR piping. Larger FCUs, as noted above, will be installed on the 3rd and 4th floor data rooms and connected to the existing CWS and CWR piping.

1.2.2 Electrical

The project will include modifications to branch circuits to support the replacement of four fan coil units (FCU)s and two air handling units (AHU).

Branch circuit modifications include the replacement of existing circuit breakers, conductors, and conduits supplying the HVAC equipment. The new FCUs will be supplied by four new circuits from Panel A and Panel B located on the 2nd and 5th floors respectively. The new AHUs will be supplied by three new circuits in Panel C located on the 6th floor. New wall-mounted disconnect switches will be provided on the 3rd and 4th floors for FCU-2 and FCU-3 to satisfy motor disconnect requirements stated in NFPA 70, Article

430.102. FCU-1, FCU-2, AHU-1 and AHU-2 (MAU-1) are all within line of sight of their supplying panelboard and do not require additional disconnecting means.

1.2.3 Environmental

THe project will include environmental sampling for Resource Recovery and Conservation Act (RCRA 8) heavy metals (HM) will be performed on interior wall paints adjacent to the removed Fan Coil Unit (FCU), at major wall penetrations, interior walls of the mechanical room and pump room. Asbestos (ACM) sampling will be performed on duct insulation, duct mastic, chilled water pipe insulation and sealant at chilled water pipe penetration. Results are anticipated to be non-detect.

1.3 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (20 21; Amendment 1 20 21) Life Safety Code

U.S. AIR FORCE (USAF)

AFI 17- 220 (2013) Spectrum Management

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control information only. The following must be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES in sufficient detail to show full compliance with the specification:

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SD-01 Preconstruction Submittals

Submit the following items to the Contracting Officer:

Lifting Operation Plan ; G

Utility Outage Requests ; G

Connection Requests ; G

Air Force Form 3952 ( AF 3952 ), Chemical/Hazardous Material Request Authorization; G (including all paint)

SOLID WASTE DISPOSAL DIVERSION TRACKING; G

Premises/Access Plan ; G

Storage Area Request ; G

Superintendent Contact and Qualifications ; G

1.5 CONTRACT DRAWINGS

See Drawing Index for list of project drawings.

Contract drawings, maps, and specifications will be furnished to the Contractor either hard copy or electronic at the Government's discretion.

Reference publications will not be furnished.

Contractor must immediately check furnished drawings and notify the Contracting Officer of any discrepancies.

The drawings indicate the general location and arrangement of existing conditions. Field measurements may be necessary to determine the size and quantity of materials. Conditions which are obvious/visible or which should be reasonably anticipated by the Contractor on inspection will not be considered under the Differing Site Conditions clause of this contract.

1.5.1 Layout of Work and Elevations

Dimensions and elevations indicated in the layout of work must be verified by the Contractor. Discrepancies between the drawings, specifications and/or existing conditions must be referred to the Contracting Officer in writing, for review, before the affected work is performed. Failure to make notification must place the responsibility upon the Contractor to carry out the work in a satisfactory and workmanlike manner.

1.6 WORK SCHEDULING

Work Schedules for all on-site activities must be reviewed and approved by the Contracting Officer prior to start of the project; and all activities coordinated with the Contracting Officer once work has begun. Due to the critical nature of the work location, all work pertaining to this contract must be completed with minimal disruption to the operation of the connected facilities .

Contractor must allow for non-access days where construction activity is prohibited due to hazardous operations. When possible, the Government

10/3/2022 SECTION 01 11 00.00 30 Page 5 will provide 24 hour notification each time the restrictions are invoked.

1.6.1 Requirements

Working hours will normally range between the hours of 7:30 AM and 4:00 PM (0730-1600) excluding Saturdays, Sundays and Federal Holidays. If work must be done during periods other than above, additional Government inspection may be required. Notification must be given to the Contracting Officer five working days in advance of intention to work during other periods to allow assignment of additional inspection forces when the Contracting Officer determines that they are reasonably available. If such support is reasonably available, the Contracting Officer may authorize work to be performed during periods other than normal duty hours/days. Work beyond normal hours/days may be required for major utility outages. Its is to the government's discretion to request copies of contractor inspection records for periods worked on holidays and weekends (FAR 52.246-12 Inspection of Construction).

No construction work must take place over the Christmas/New Year holiday period. This period will start one full work day before the Federal Christmas holiday and end the first work day after the Federal New Year Holiday. The Contractor may request to work during this time at the discretion of the Contracting Officer, however no base support will be available.

If night work is required from 1 May to 31 October between 2100 to 0600 hours, a light management plan must be reviewed and approved through the Contracting Officer and 45 CES Environmental (45 CES/CEIE) at least 65 days prior to night work commencement.

1.7 OCCUPANCY OF PREMISES/ACCESS REQUIREMENTS

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area. Contractor must post warning signs in accordance with OSHA requirements.

Before work is started, the Contractor must submit a Premises/Access Plan to the Contracting Officer or Representative for approval. The plan must include a sequence of procedures, means of access, space plan for storage of materials and equipment, and use of approaches, corridors, and stairways.

This plan must comply with NFPA 101 requirements that all exits and exit access must be maintained at all times. Base Fire Department is required to approve any deviations which affect the exiting or exit access from the building.

1.7.1 Facility Contents

1.7.1.1 Responsibilities

The schedule of work must be closely coordinated with the Contracting Officer. Unless otherwise stated, remove all furniture, equipment, curtains, drapes, pictures, blackboards, etc., as required to perform the work. Any movable or fixed furniture, equipment, carpet, etc., remaining in the work area must be covered and protected from damage. All relocated items must also be protected from damage throughout the construction period. After completion of work and prior to final acceptance, replace

10/3/2022 SECTION 01 11 00.00 30 Page 6 removed items in their original location.

Demolition of critical facility systems mechanical, electrical, etc. must not be started until replacement equipment is on site.

1.7.1.2 Maintain Clean Work Areas

All work areas must be kept clean at all times. Contractor must prevent introduction of dirt or dust into areas adjacent to the work areas. All materials, tools and equipment must be thoroughly cleaned prior to being brought into the work areas or adjacent areas.

1.7.1.3 Damage To Existing Equipment

Any damage must be reported to the Contracting Officer immediately.

Damage to existing materials, equipments, systems, or properties occurring from Contractor activities or neglect, must , at the sole discretion of the Contracting Officer, be repaired or replaced by the Contractor at no cost to the Federal Government.

1.7.1.4 New Material and Construction Equipment

Only material and construction equipment designated for performance of contract work may be stored at the construction site or located in Government-controlled warehouses or shop facilities.

1.7.2 Construction Area Access And Control

1.7.2.1 Access and Control Requirements

Exclusive use or control of any area will not be allowed as the Government must have access to all areas at all times. All work must be scheduled around operational constraints.

1.7.3 Vehicle Parking

1.7.3.1 Requirements

Job and support vehicles for workers will be parked in designated parking areas within reasonable access to the worksite. All vehicle operators must comply with all traffic laws including mandatory seat belt usage, speed limits and hauling restrictions. Contractor must be responsible for repairing or replacing any facility/grounds damaged areas.

1.8 STORAGE, TRANSPORTATION AND PROTECTION

1.8.1 Storage

At Government discretion, Contractor may be assigned a storage area upon submitting written Storage Area Request to the Contracting Officer.

Contractor's Storage Area Request must indicate dimensions of trailer, size of storage area, and utilities required. All trailers must be in good and safe condition. Storage space is normally co-located with construction site, at the Contracting Officer's discretion. Storage areas may require fence and screening as required by Government. Contractor must secure storage areas during inclement weather situation.

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1.8.2 Protection

Store and protect products in accordance with manufacturer's instructions. Store products with seals, labels intact and legible.

Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to the product. Products acceptable for exterior storage must be on sloped supports above ground. Contractor must not use swales, drainage ditches, or any other storm water permitted area to store materials or equipment. If swales, drainage ditches or any other storm water permitted areas must be used for storage, Contractor must get special permission from Contracting Officer.

1.8.3 Transportation

Transport and handle products in accordance with manufacturer's instructions. Promptly inspect shipments to ensure the products comply with requirements, quantities are correct, and products are undamaged.

Protect products subject to deterioration with impervious sheet covering.

Provide ventilation to prevent condensation and degradation of products.

Store loose granular materials on solid flat surfaces in a well drained area. Prevent mixing with foreign materials.

1.8.4 Hazardous Materials

Submit an Air Force Form 3952 ( AF 3952 ), Chemical/Hazardous Material Request Authorization if hazardous materials & petroleum product will used on site. Hazardous Materials & petroleum product containers must be stored on an impervious surface with containment. Incompatible materials must be segregated and have separate containment systems.

1.8.5 Site Protection Plan

Structures, utilities, sidewalks, pavements, and other facilities immediately adjacent to excavations must be protected against damage.

Contractor must comply with "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements" and is required to protect areas adjacent to the construction site.

1.9 GOVERNMENT-FURNISHED EQUIPMENT - None

1.10 ON-SITE PERMITS

1.10.1 Utility Outage Requests And Connection Requests

Work must be scheduled to hold outages to a minimum.

Utility outages and Connection Requests required during the execution of work that affect existing systems must be arranged at the convenience of the Government, which may require scheduling outside of the regular working hours or on weekends, at no additional cost to the Government.

Each Utility Outage and Connection Requests must state the system involved, area involved, approximate duration of outage, and the nature of work involved.

1.10.1.1 Requirements

A written request for a utilities outage (electricity, communication, water, compressed air, gas, steam, air conditioning, fire detection and

10/3/2022 SECTION 01 11 00.00 30 Page 8 suppression systems, etc.) must be submitted to the Contracting Officer at least 30 calendar days in advance of the desired outage. Approval is required prior to scheduling any outage. All limitations noted on the approved outage authorization must be carefully observed. A utilities outage without prior approval and coordination is prohibited.

Utility outages affecting fire alarm, fire detection, fire suppression, fire pumps and water supplies to fire protection systems greater than 4 hours will require a fire watch.

Since many systems are critical to facility operations, the number and duration of utility outages must be kept to an absolute minimum. All work effort must be coordinated and sufficient manpower, materials, and equipment must be provided to complete the work within the authorized outage window.

Existing utility services may be interrupted only when approved by the Contracting Officer. The interruption must be scheduled at a time of minimum demand on the utility, convenient to the Government. Outages on weekends, holidays, or evenings must be performed at no additional cost to the Government.

Contractor must make all necessary arrangements to schedule and provide connections to existing utilities and to cause minimum interruption to system operation. All temporary utility hook-ups and disconnects must be made by the Contractor.

If the Contractor fails to comply with a scheduled outage, the cost to reschedule the outage will be deducted from the final contract payment.

1.10.2 Protection of Work

All construction work requires a Work Clearance Request, AF Form 103.

This permit is processed by the Government and provided to the Contractor. It is required prior to the start of any construction at the project site and must be posted in a conspicuous location on site during all construction activities.

Contractor must obtain (from technical representative), prepare, and properly complete "Base Civil Engineering Work Clearance Request" AF Form

103. Prior to submitting 103 for review and approval, contractor must mark in white paint all locations requiring utility locates and a commercial utility locate ticket number must be obtained by calling SUNSHINE at 1-800-432-4770. Contractor must provide coordination for location of buried structures and utility lines before beginning any work involving digging/excavation. Contact the Government Technical Representative to schedule locates prior to any excavation. The Technical representative must be the first and the last to coordinate on the AF Form 103.

Contractor must temporarily halt any machine excavation work or other surface penetration when approaching within 5 feet of the existing utility line until the Contractor has exposed the utility line by hand excavation to fix its location.

1.10.3 Burn Permits

Burn permits are required for any spark,flame, or welding activity. Burn Permits through be obtained thru CES Customer Services for all hot work on

10/3/2022 SECTION 01 11 00.00 30 Page 9 the project site .

Permits must be posted at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted on any USAF facility.

1.11 SALVAGE AND DISPOSAL OF MATERIAL AND EQUIPMENT

1.11.1 Removal

Remove and/or relocate only those materials or items of equipment specifically indicated in the drawings and specifications. Removal operations must be performed in such a manner that adjacent areas, installed equipment, or existing utilities are not damaged. Repair all openings that occur due to removal or demolition operations to match adjacent, existing surfaces. Any damage incurred during removal operations must be repaired at no additional cost to the Government.

1.11.2 Housekeeping

Sufficient personnel and equipment must be provided to ensure compliance with all housekeeping requirements. Work will not be allowed in those areas that do not comply with the requirements of Section 14.C of EM 385-1-1 . Job sites are to be kept clean on an ongoing, daily basis.

All areas are to be thoroughly cleaned prior to leaving the jobsite at completion of project work.

1.11.3 Salvage of Material And Equipment

All salvageable materials or items to be removed must remain the property of the Federal Government. Salvageable items are listed below in the paragraph entitled, "Salvage Items". Salvageable items must be transported to and deposited at the Defense Logistics Agency Office - Disposition Services (DLA) collection point Building 1623, Cape Canaveral Space Force Station at the contractor's expense. Coordinate with the Contracting Officer and DLA Disposition Service Representative for required documentation prior to transportation for disposal.

Salvageable material must be segregated and separated into categories before transport. Material must be palletized or moveable by forklift (maximum 10,000 lbs). For material that is not palletized, it will be the responsibility of the Contractor to provide labor support for material removal.

Deliveries to DRMO must be scheduled through the Contracting Officer a minimum of 72 hours in advance. All salvageable items delivered to DRMO must be accompanied by a properly prepared DD Form 1348. This form will be furnished by the Contracting Officer. A signed copy by DRMO reflecting the turn in materials must be furnished to the Contracting Officer.

Contractor must maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor must be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

Material to be salvaged and reinstalled by the Contractor must be protected during removal and stored to prevent damage.

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For reference purposes salvageable is defined as: items, material, equipment which can be refitted, reworked, and restored and put to use or sold. The Contracting Officer must have sole discretion as to determining whether any particular item is salvageable.

1.11.3.1 Salvage Items

The Contracting Officer will provide designation and inspection to determine whether items are salvageable or debris. All salvageable materials must be delivered to the DLA facility within Cape Canaveral Space Force Station at Contractor's expense. Salvageable material delivery must also be accompanied by a properly prepared DD Form 1348.

1.11.4 Waste Disposal

Non-salvageable material and debris must be removed from work areas and disposed of daily. Contractor must dispose of C&D at a State approved disposal site.

1.11.5 Cleanup Upon completion of the construction each day, the Contractor must leave the work premises in a clean, neat and workmanlike condition, satisfactory to the Contracting Officer.

1.11.6 Salvage And Disposal Record Keeping

Contractor must maintain and submit quarterly and at the completion of the project the SOLID WASTE DISPOSAL DIVERSION TRACKING form to the Contracting Officer of all materials removed from the job site. This inventory must include waste materials disposed in landfills and materials reused on the job, sold for salvage and recycled.

1.12 RADIO FREQUENCY MANAGEMENT PROCEDURES

The following procedures must be followed in obtaining radio frequency authorization:

The policy and procedures contained in AFI 17-220 must be followed to obtain frequency allocation approval of electronic devices and USAF Radio Frequency Assignment.

1.13 COMMUNICATION SECURITY

Government telecommunications networks are continually subject to interception by hostile/unfriendly intelligent organizations. Therefore, the DOD has authorized the military departments to conduct COMSEC monitoring and recording of telephone calls from, or terminating at, DOD organizations. Contractor must assume the responsibility for ensuring frequent dissemination of this information to all employees dealing with official DOD information.

PART 2 PRODUCTS

Not Used

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PART 3 EXECUTION

3.1 ACCESS REQUIREMENTS

3.1.1 Construction Site Requirement

All on-site project work is confined to non-restricted areas. That is, no restricted area badge must be necessary to accomplish the on-site work.

However, normal access requirements into PASB must still be accomplished.

3.2 PSFB VEHICLE INSPECTION

The Oversized Vehicle Search Area is located on State Road A1A approximately 1 mile north of Pineda Causeway. Manned Operating hours are scheduled from 0600-1700. For after hours access, call PSFB Security Forces at (321) 494-2000 to co-ordinate entry. Mandatory inspection is required for all: Commercial Vehicles, Tractor Trailers, Trailers, RVs and Boats. All other passenger vehicles will be turned away from this gate and are required to enter at either the Main Gate or South Gate.

Allow ample time for inspections, especially for the critical delivery period of mixed concrete. The government will not be responsible for rejected batches, caused by Contractor delays. Advance coordination is highly recommended.

3.3 PSFB DELIVERIES

3.3.1 Non-Hazardous Deliveries

All deliveries of construction material and equipment to job sites (including cement trucks) must use the PSFB Oversized Vehicle Search Area (located on State Road A1A approximately 1 mile north of Pineda Causeway) for access. The operating hours for the Oversized Vehicle Search Area are 0600-1700. After hours access must be through the South Gate. The driver of each delivery vehicle and their passengers must have the following:

a. A valid photo ID; and

b. A valid bill of lading; and

c. A known delivery point on PASB; and

d. An on-base or local phone number and POC to vouch for delivery

Only deliveries that can be verified will be allowed to proceed. Special deliveries, deliveries after normal business hours, or deliveries that cannot negotiate through the barricades must be coordinated in advance.

All delivery vehicles must be inspected by Security Forces personnel prior to being allowed to proceed onto the installation.

3.3.2 Hazardous Deliveries

Deliveries of fuel, large volume of chemicals, or other hazardous materials must comply with this section. All hazardous deliveries must enter through the same gates as non-hazardous delivers and have the information required for non-hazardous deliveries (see subpart entitled "Non-Hazardous Deliveries" of this section). Only deliveries that can be verified will be allowed to proceed. In addition, hazardous deliveries must be scheduled a minimum of 48 hours in advance for escort by Security

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Forces to and from job site. Contractors must contact the PSFB Security Forces at 321-494-2000 to arrange for hazardous delivery escorts.

Deliveries that have not arranged in advance for Security Forces escorts will be turned away and must be re-scheduled.

3.4 RESPONSIBILITIES

The Government reserves the right to revoke badging authority, escort authority and/or base access privileges for any person, at any time and for any reason. Contractor understands that the Government has made every attempt to identify potential delays associated with background checks and badging requirements and those delays have been considered in the construction schedule. Delays resulting from the Contractor's failure to follow the badging guidelines above will not be considered grounds for contract extension or compensation.

3.5 HOISTING AND LIFTING

3.5.1 Lifting Operation Plan

Contractor must have a Lifting Operation Plan and procedure that is fully in accordance with the requirements of OSHA regulations, and must include drawings/sketches of lifting slings, lifting equipment, and tag lines.

The plan must show weights, center of gravity, and clearances of load over entire lift. Plans must have details showing any structural mounting of hoisting equipment on sheaves or structural steel, and must show loading calculations on any such structural mounting showing forces, weights, turning moments, etc. A procedure must accompany the drawings describing all lifting operations. Use spreader bars wherever necessary to prevent hoisting cables from contacting equipment/material.

3.6 QUALITY CONTROL

It is the Contractor's responsibility to provide, inspect and document the level of quality that has been established by all applicable standards, codes and guidelines. The Contractor must use skilled workers, an adequate number of which are thoroughly trained and have a minimum of 3 years experience in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for the proper performance of the work in each section of these specifications.

Contractor must submit Superintendent Contact and Qualifications to the Contracting Officer.

3.6.1 Licenses

Contractor or their subcontractors must be licensed by the State of Florida or have an equivalent out-of-state license in all areas applicable to this contract or as otherwise stated elsewhere in this contract.

Copies of licenses and certificates must be provided to the Contracting Officer. Asbestos Abatement Contractor must be licensed by the State of Florida.

3.6.2 Quality Control Manager

The Quality Control Manager must direct the execution of the Contractor's approved Quality Control Plan with exclusive responsibility for administration of the plan and inspections of work. The Quality Control Manager must be available during normal duty within thirty (30) minutes after notification to meet with the Contracting Officer, or designated

10/3/2022 SECTION 01 11 00.00 30 Page 13 representative. The Quality Control Manager must be a different individual than the project superintendent.

3.6.3 Government Inspection/Approval

When the Contractor considers that the work is acceptable to the Government and is complete, he/she must inform the Contracting Officer, or designated representative, and the Government Project Manager that the work is complete and ready for inspections. In the event that the work is not acceptable, the Contractor must record a list of items noted by the Government Project Manager, A subsequent inspection may take place in order to review the corrected items. The Government is not required to inspect all work.

3.6.4 Inspection Files

The Contractor must be responsible for keeping inspection files for all projects. Files must include on site records of all inspections conducted by the Contractor and the necessary corrective actions taken. Daily Reports must be kept and made available to the Government throughout the contract performance period and for the period after completion until final settlement of any claims made under this contract.

3.7 SUPERINTENDENT

Provide name and qualifications and past experience for review. Designate a competent superintendent who must have full authority to act for the Contractor and who must be the primary contact with the Government until acceptance. Contractor's superintendent must be at the job site at all times when work is taking place and must have full authority to act for the Contractor.

3.8 CONSTRUCTION SCHEDULING REQUIREMENTS

3.8.1 Contractor Coordination Meetings

Contractor must attend weekly project meetings, not to exceed 3 hours, scheduled by the Government. Contractor's Superintendent must attend the scheduled coordination meetings. Subcontractor representatives must attend as required.

Discussion must address the progress schedule, potential factors of delay, deficiencies, material delivery schedules, submittals, and safety issues.

3.8.2 On-Site Construction Sequence

The required work must be performed in a sequence to minimize the time when potable water, air conditioning, panelboards, transformers, power supply, etc. are inoperative or out-of-service.

-- End of Section --

10/3/2022 SECTION 01 11 00.00 30 Page 14

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/ 18, CHG 4: 02/ 21

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.1.2 Approving Authority

1.1.3 Work

1.2 SUBMITTALS

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

1.3.2 For Information Only

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Submittal Format

1.4.2.1 Format of SD-01 Preconstruction Submittals

1.4.2.2 Format for SD-02 Shop Drawings

1.4.2.2.1 Drawing Identification

1.4.2.3 Format of SD-03 Product Data

1.4.2.3.1 Product Information

1.4.2.3.2 Standards

1.4.2.3.3 Data Submission

1.4.2.4 Format of SD-04 Samples

1.4.2.4.1 Sample Characteristics

1.4.2.4.2 Sample Incorporation

1.4.2.4.3 Comparison Sample

1.4.2.5 Format of SD-05 Design Data

1.4.2.6 Format of SD-06 Test Reports

1.4.2.7 Format of SD-07 Certificates

1.4.2.8 Format of SD-08 Manufacturer's Instructions

1.4.2.8.1 Standards

1.4.2.9 Format of SD-09 Manufacturer's Field Reports

1.4.2.10 Format of SD-10 Operation and Maintenance Data (O&M)

1.4.2.11 Format of SD-11 Closeout Submittals

1.4.3 Source Drawings for Shop Drawings

1.4.3.1 Source Drawings

1.4.3.2 Terms and Conditions

1.5 QUANTITY OF SUBMITTALS

1.5.1 Number of SD-01 Preconstruction Submittal Copies

1.5.2 Number of SD-04 Samples

1.6 INFORMATION ONLY SUBMITTALS

1.7 PROJECT SUBMITTAL REGISTER

1.7.1 Submittal Management

1.7.2 Preconstruction Use of Submittal Register

1.7.3 Contractor Use of Submittal Register

1.7.4 Approving Authority Use of Submittal Register

1.7.5 Action Codes

1.7.6 Delivery of Copies

10/3/2022 SECTION 01 33 00 Page 1

1.8 VARIATIONS

1.8.1 Considering Variations

1.8.2 Proposing Variations

1.8.3 Warranting that Variations are Compatible

1.8.4 Review Schedule Extension

1.9 SCHEDULING

1.10 GOVERNMENT APPROVING AUTHORITY

1.10.1 Review Notations

1.11 DISAPPROVED SUBMITTALS

1.12 APPROVED SUBMITTALS

1.13 APPROVED SAMPLES

1.14 STATUS REPORT ON MATERIAL ORDERS

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

Appendix A - Submittal Register

10/3/2022 SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/ 18, CHG 4: 02/ 21

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

SD-01 Preconstruction Submittals

Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

Certificates Of Insurance

Surety Bonds

List Of Proposed Subcontractors

List Of Proposed Products

Baseline Network Analysis Schedule (NAS)

Submittal Register

Schedule Of Prices Or Earned Value Report

Work Plan

Quality Control (QC) plan

Environmental Protection Plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and

10/3/2022 SECTION 01 33 00 Page 3 other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards ensuring work can be judged. Includes assemblies or portions of assemblies that are to be incorporated into the project and those that will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report that includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports

Daily logs and checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose

10/3/2022 SECTION 01 33 00 Page 4 is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

Confined space entry permits

Text of posted operating instructions

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and (SDS)concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative at the job site, in the vicinity of the job site, or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing laboratory or agency and state the test results; and indicate whether the material, product, or system has passed or failed the test.

Factory test reports.

SD-10 Operation and Maintenance Data

Data provided by the manufacturer, or the system provider, including manufacturer's help and product line documentation, necessary to maintain and install equipment, for operating and maintenance use by facility personnel.

Data required by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

Data incorporated in an operations and maintenance manual or control system.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Submittals required for Guiding Principle Validation (GPV) or Third Party Certification (TPC).

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.2 Approving Authority

Office or designated person authorized to approve the submittal.

10/3/2022 SECTION 01 33 00 Page 5

1.1.3 Work

As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.

1.2 SUBMITTALS

Government approval is required for submittals with a "G"classification.

Submittals not having a "G" classification are or information only.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

Five (5) copies of submittal information (or electronic PDF files of the submittal package) for all listed items must be submitted on AF Form 3000. Material submittals must be submitted as a complete package for each specification section, ready for the Contracting Officer's approval.

SD-01 Preconstruction Submittals

Submittal Register ; G

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."

1.3.2 For Information Only

Submittals not requiring Government approval will be for information only. Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Submittal Format

1.4.2.1 Format of SD-01 Preconstruction Submittals

When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

Provide data in the unit of measure used in the contract documents.

1.4.2.2 Format for SD-02 Shop Drawings

Provide shop drawings not less than 8 1/2 by 11 inches nor more than 30 by 42 inches , except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is required.

Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.

10/3/2022 SECTION 01 33 00 Page 6

a. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, military, industry, and technical society publication references.

b. Dimension drawings, except diagrams and schematic drawings. Prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

1.4.2.2.1 Drawing Identification

Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph

IDENTIFYING SUBMITTALS.

Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location next to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

Reserve a blank space, no smaller than 2 inches on the right-hand side of each sheet for the Government disposition stamp.

1.4.2.3 Format of SD-03 Product Data

Present product data submittals for each section. Include a table of contents, listing the page and catalog item numbers for product data.

Indicate, by prominent notation, each product that is being submitted;

indicate the specification section number and paragraph number to which it pertains.

1.4.2.3.1 Product Information

Supplement product data with material prepared for the project to satisfy the submittal requirements where product data does not exist. Identify this material as developed specifically for the project, with information and format as required for submission of SD-07 Certificates.

Provide product data in units used in the Contract documents. Where product data are included in preprinted catalogs with another unit, submit the dimensions in contract document units, on a separate sheet.

1.4.2.3.2 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the Contracting Officer. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

10/3/2022 SECTION 01 33 00 Page 7

1.4.2.3.3 Data Submission

Collect required data submittals for each specific material, product, unit of work, or system into a single submittal that is marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of the construction effort.

Submit the manufacturer's instructions before installation.

1.4.2.4 Format of SD-04 Samples

1.4.2.4.1 Sample Characteristics

Furnish samples in the following sizes, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately the same size as specified:

a. Sample of Equipment or Device: Full size.

b. Sample of Materials Less Than 2 by 3 inches : Built up to 8 1/2 by 11 inches .

c. Sample of Materials Exceeding 8 1/2 by 11 inches : Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

d. Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches . Examples of linear devices or materials are conduit and handrails.

e. Sample Volume of Nonsolid Materials: Pint . Examples of nonsolid materials are sand and paint.

f. Color Selection Samples: 2 by 4 inches . Where samples are specified for selection of color, finish, pattern, or texture, submit the full set of available choices for the material or product specified. Sizes and quantities of samples are to represent their respective standard unit.

g. Sample Panel: 4 by 4 feet .

h. Sample Installation: 100 square feet .

1.4.2.4.2 Sample Incorporation

Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples are to be in undamaged condition at the time of use.

Recording of Sample Installation: Note and preserve the notation of any area constituting a sample installation, but remove the notation at the final clean-up of the project.

1.4.2.4.3 Comparison Sample

Samples Showing Range of Variation: Where variations in color, finish, pattern, or texture are unavoidable due to nature of the materials, submit

10/3/2022 SECTION 01 33 00 Page 8 sets of samples of not less than three units showing extremes and middle of range. Mark each unit to describe its relation to the range of the variation.

When color, texture, or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

1.4.2.5 Format of SD-05 Design Data

Provide design data and certificates on 8 1/2 by 11 inch paper.

1.4.2.6 Format of SD-06 Test Reports

By prominent notation, indicate each report in the submittal. Indicate the specification number and paragraph number to which each report pertains.

1.4.2.7 Format of SD-07 Certificates

Provi…